Finite Element Analysis of Pulling-Out Behavior for RC Footing Supported By Four Piles

A. Ohura, S. Tanabe, T. Mishima, X. An, Y. Yoshii (1998). "Finite Element Analysis of Pulling-Out Behavior for RC Footing Supported By Four Piles." In Proceedings of FraMCoS 3, Gifu, Japan.

A. Ohura, S. Tanabe, T. Mishima, X. An, Y. Yoshii. "Finite Element Analysis of Pulling-Out Behavior for RC Footing Supported By Four Piles." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

A. Ohura, S. Tanabe, T. Mishima, X. An, Y. Yoshii, "Finite Element Analysis of Pulling-Out Behavior for RC Footing Supported By Four Piles," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{a-ohura1998,
  title     = {Finite Element Analysis of Pulling-Out Behavior for RC Footing Supported By Four Piles},
  author    = {A. Ohura, S. Tanabe, T. Mishima, X. An, Y. Yoshii},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Finite Element Analysis of Pulling-Out Behavior for RC Footing Supported By Four Piles
AU  - A. Ohura
AU  - S. Tanabe
AU  - T. Mishima
AU  - X. An
AU  - Y. Yoshii
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Finite_Element_Analysis_of_Pulling-Out_Behavior_for_RC_Footing_Supported_By_Four.pdf
AB  - this research, the pulling-out behavior of the RC footing of power transmission towers is simulated by 3-D FEM computation. In the program, nonlinear constitutive models are used for reinforced concrete and also for plain concrete, as a large volume of the footing is plain concrete. The results of computation show a similar capacity to those of the experimental data. Also, the shear cracks and yield of shear reinforcement in the computational results indicate the shear failure mode. As one full-scale experiment had been conducted for investigating the effect of size on the bearing capacity of RC footing, the FEM simulation…
ER  -